海岸带易损性城市环线的风险优化管理

Teuku Muhammad Ridwan, Amri Amri, Syahrial Syahrial, A. F. Ayob
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摘要

Lhokseumawe市是一个拥有海湾地形和非常繁忙的地区作为政府、商业和服务中心的城市之一,也经历了拥堵。2012年,洛克斯修马威市政府开始计划建设一条7.6公里的洛克斯修马威城市环路,从坎当到浦颂,从莱斯塔里到洛斯卡拉。从1998年开始到现在,一直在不断遭受磨损的雨宗浪滩和KP3海岸沿线建设的环线公路。本研究的目的是确定Ujong Blang海滩和KP3海滩的磨损速度水平和磨损以外的风险因素,为Lhokseumawe城市环路作为沿海基础设施容易发生磨损和其他风险的最佳风险管理模型方法。确定磨损率的方法基于Landsat ETM+ (Enhanced Thematic Mapper)卫星25年(1995 - 2020)的数据,这些数据是由数字海岸线分析系统分析的。结果表明:Ujong Blang海滩和KP3海滩的磨蚀速度量级为-2.11 m/年,其中83样带海岸的磨蚀距离最大,为111.34 m,约为4.45 m。同时,其他因素是海浪。周期范围为2.33 ~ 10.25 s,平均为4.57 s。海岸带地形高度在0.00 ~ 8.60 m之间,平均为4.30 m;海岸带坡度在2.90 ~ 4.47%之间,平均为3.76%。环城公路管理者进行的基于风险的最佳管理是ALARP原则方法,以控制极高至高风险(ALARP区),即以最小的处理成本建造传统类型的防波堤形式的预防性建筑,以减轻对环境的更大影响。如果风险发生在道路计划的生命周期内,则对罗雪马威城市环路的损害。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Optimum Risk-Based Management on the Lhokseumawe City Ring Road which is Vulnerable to Coastal Abrasion
The city of Lhokseumawe, which is one of the cities that has a topography such as a bay and a very busy area as the center of government, business, and services, has also experienced congestion. In 2012, the Lhokseumawe City Government has started planning to build a 7.6 Kilometer Lhokseumawe City Ring Road, starting from Sp.Kandang – Pusong and Sp. Lestari – Loskala. The ring road construction is along the shores of Ujong Blang Beach and KP3, where Ujong Blang Beach and KP3 since 1998 until now continue to experience abrasion. The purpose of this study was to determine the level of abrasion speed of Ujong Blang Beach and KP3 Beach and risk factors other than abrasion for an optimal risk-based management model approach to the Lhokseumawe City Ring Road as coastal infrastructure that is prone to abrasion and other risks. The method used to determine the abrasion rate is based on Landsat ETM+ (Enhanced Thematic Mapper) satellite data for a period of 25 years (1995 – 2020) which is analyzed by the Digital Shoreline Analysis System. The results showed that the magnitude of the abrasion speed of Ujong Blang Beach and KP3 Beach was -2.11 m/year and the farthest accretion occurred on the coast on transect 83 with an accretion distance of 111.34 m or around 4.45. Meanwhile, other factors were sea waves. with a period range of 2.33-10.25 s with an average of 4.57 s. Furthermore, the height of the coastal topography ranges from 0.00-8.60 m with an average of 4.30 m and the coastal slope observed at 8 observation locations obtained a coastal slope range of 2.90-4.47% with an average slope of 3,76%. The optimum risk-based management carried out by the ring road manager is the ALARP-principles approach to control very high to high risk (ALARP Zone), namely by building a preventive building in the form of a conventional type of breakwater with minimal handling costs to mitigate a greater impact on the environment. Damage to the Lhokseumawe City Ring Road if the risk occurs during the life of the road plan.
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